Road Transport and Highways Government Departments Closing in 20 days TDR #56618508

Tender For Construction Of Temporary Diversion Road For Existing Bridge At Km 50/125 Of Nh-927C In The State Of Gujarat On Item Rate Mode.

Issued by Government Departments · Kachchh, Gujarat
Tender Value
1.80 Crore
Estimated cost
Bid Submission
13 Aug 2026
20 days left
EMD
1.81 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Kachchh → Gujarat
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Construction Of Temporary Diversion Road For Existing Bridge At Km 50/125 Of Nh-927C In The State Of Gujarat On Item Rate Mode.

BOQ

Name of Work:- Construction of temporary diversion road for existing bridge at km 50/125 of NH-927C in the state of Gujarat on Item rate mode.
Sl. No. Item Description
1Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (In marshy soil by Mechanical means)
2Providing & laying rubble soling (hand packing) on prepared surface and filling interstice with sand including all material, spreading ,watering etc completed as directed.
3Earth work for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. From Borrow area within all lead & Lift
4Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
5Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) - for grading-III Material
6Wet Mix Macadam laying Using by Grader (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.)
7Prime Coat over WMM (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means)
8Dense Graded Bituminous Macadam-II (Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects.)
9Bituminous Concrete Grading -II (Providing and laying 40 mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder VG-40 @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.)
10Supplying and fixing reinforced concrete heavy duty nonpressur pipes with collars for culverts carrying heavy traffic as per IS 458-1991 specifications including setting the pipes in C.M. 1:2 watering and laying (to level or slopes) of class NP4 of following internal daimeters.(vii) 1200mm dia.
11Plain/Reinforced cement concrete in sub-structure (Toe wall) with PCC M20 Grade complete as per drawing and technical specifications
12Supplying, fitting and placing TMT 550D bar reinforcement in sub-structure complete as per drawing and technical specifications
13Plain cement concrete in Embankment for concrete Concrete Lining shoulder, open foundation etc. complete as per drawing and technical specifications. PCC Grade M15 using batching plant transit mixer & manual placing.
14Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.)
15Road Markers/Road Stud with Lense Reflector(Providing and fixing of road stud 100x 100 mm, die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout
16Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)
1790 cm x 75 cm rectangular
1890 cm circular
1990 cm equilateral triangle
2060 cm x 60 cm square
21Providing and fixing guard stone as per I.R.C. type design including white washing etc complete. (ii) Fixing in C.C. 1:5:10 Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56618508
AUTHORITY Government Departments
TENDER VALUE 1.80 Crore
LAST DATE 13-08-2026
Authority
Authority Name Ministry Of Road Transport And Highways
Work Description Tender for Construction Of Temporary Diversion Road For Existing Bridge At Km 50/125 Of Nh-927C In The State Of Gujarat On Item Rate Mode.
Basic Detail
Tender No 03 of 2025-26
Bidding Type Tender
Location
City Kachchh
State Gujarat
Key Dates
Publish Date 23 Jul 2026
Submission Date 13 Aug 2026
Open Date 14 Aug 2026
Finance
Tender Value 1.80 Crore
Tender Fee 3600
EMD 1.81 Lakhs
Exemption Not Available
Document List
2d622939-5d15-4a76-a9c2-83979e9702df.html
BOQ_965491.xls
Tendernotice_1.pdf

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Tender Timeline

Jul 23, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 13, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 20 days
Aug 14, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 21 days

Tender Documents

Download All (ZIP) ↓
html

2d622939-5d15-4a76-a9c2-83979e9702df.html

xls

BOQ_965491.xls

pdf

Tendernotice_1.pdf

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